Assessing the impact of inertial load on the buckling behavior of piles with large slenderness ratios in liquefiable deposits
Pile foundations used in liquefiable deposits often have large slenderness ratios, and these
piles are particularly vulnerable to earthquake-induced soil liquefaction and occur buckling …
piles are particularly vulnerable to earthquake-induced soil liquefaction and occur buckling …
[HTML][HTML] Flexural buckling load of steel pipe piles with rotational end restraints in liquefied soil
Y Kimura, A Suzuki - Soil Dynamics and Earthquake Engineering, 2025 - Elsevier
Steel piles are used widely in many structures because of their extraordinary bearing
capacity. They can withstand strong axial force by a dead load and overturning moment of …
capacity. They can withstand strong axial force by a dead load and overturning moment of …
Buckling of elastic beams embedded in granular media
In this paper, an experimental and theoretical study of the buckling response of slender
elastic beams within granular media is performed. Buckling loads of beams with different …
elastic beams within granular media is performed. Buckling loads of beams with different …
Optimised design of screw anchors in tension in sand for renewable energy applications
The offshore deployment of floating offshore structures such as wind turbines or wave
energy converters is expected to strongly increase during the next decade, to face the …
energy converters is expected to strongly increase during the next decade, to face the …
Estimation of the critical buckling load of pile foundations during soil liquefaction
Buckling instability of slender piles may occur based on the effect of excessive axial loads
acting on a pile with diminishing effective stress and shear strength owing to surrounding …
acting on a pile with diminishing effective stress and shear strength owing to surrounding …
Extreme scour effects on the buckling of bridge piles considering the stress history of soft clay
F Liang, H Zhang, M Huang - Natural Hazards, 2015 - Springer
Scour is a natural phenomenon caused by the erosion or removal of streambed or bank
material from bridge foundations due to flowing water. As the buckling capacity of bridge …
material from bridge foundations due to flowing water. As the buckling capacity of bridge …
Liquefaction-induced buckling failure of group-pile foundation and countermeasure by partial ground improvement
H Kheradi, Y Morikawa, G Ye… - International Journal of …, 2019 - ascelibrary.org
Pile foundations may lose their lateral resistance in earthquake-induced liquefaction and
may fail not only by bending and shear forces but also buckling. Although research has …
may fail not only by bending and shear forces but also buckling. Although research has …
Lateral deformation and buckling analysis of piles including shear effects: Numerical analysis
Piles are one-dimensional (1D) beam–column elements used to support tall buildings,
onshore and offshore structures, bridges, wind turbines, etc. In practice, piles are commonly …
onshore and offshore structures, bridges, wind turbines, etc. In practice, piles are commonly …
Nonlinear buckling analysis of slender piles with geometric imperfections
M Nadeem, T Chakraborty… - Journal of Geotechnical …, 2015 - ascelibrary.org
The buckling response of straight and initially bent, ie, geometrically imperfect, end-bearing
piles in soil subjected to axial load has been examined in the current study through FEM …
piles in soil subjected to axial load has been examined in the current study through FEM …
Buckling failure mechanism and critical buckling load prediction method of super-long piles in soft-clay ground in deep water
L He, Z Li, Y **e, Y Liu, M Liu - Ocean Engineering, 2023 - Elsevier
Buckling may be a possible failure mode of super-long piles in soft-clay ground in deep
water as concerned by several researchers. Although there are many studies on the failure …
water as concerned by several researchers. Although there are many studies on the failure …